Contract - Brushy Creek Municipal Utility District - 2/22/2024 ORDER NO. Aq �" II JC)�
ORDER APPROVING INTERLOCAL AGREEMENT
Regarding Relocation of Water System Improvements
(Wyoming Springs Drive Utility Relocation Project)
WHEREAS, Brushy Creek Municipal Utility District(the"District" is a municipal utility district
created and operating under the authority of Chapters 49 and 54 of the Texas Water Code, as amended;
WHEREAS,Section 49.213(b)of the Texas Water Code authorizes a district to enter into contracts
with any person or any public or private entity in the performance of any purpose or function permitted by
a district.
WHEREAS. the Board of Directors of the District desires for the District to enter into the
Regarding Relocation of Water System Improvements(Wyoming Springs Drive Utility Relocation
Project);and
NOW, THEREFORE, BE IT ORDERED BY THE BOARD OF DIRECTORS OF BRUSHY
CREEK MUNICIPAL UTILITY DISTRICT, THAT:
SECTION 1. The facts and recitations in the preamble of this Order are hereby found and declared
to be true and correct, and are incorporated by reference herein and expressly made a part hereof, as if
copied verbatim.
SECTION 2. The Board of Directors hereby approves the contract attached hereto, and further
authorizes the execution thereof by the President, Vice-President or General Manager of the District.
SECTION 3. Upon adoption, a copy of this Order shall be retained in the District's records and
retained in accordance with the District's record retention policies.
ORDERED this / ' day of_,Rwuk*: _ A 0 A t
BRUSHY CREEK MUNICIPAL UTILITY
DISTRICT
By:T �— I
President
ATTEST:
�c
Secretary
AGI 6.7 Wyoming Springs ILA
CORR Order 24-0111-06
INTERLOCAL AGREEMENT REGARDING
RELOCATION OF WATER SYSTEM IMPROVEMENTS
(Wyoming Springs Drive Utility Relocation Project)
THE STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS:
CITY OF WILLIAMSON §
THIS INTERLOCAL AGREEMENT REGARDING RELOCATION OF WATER
SYSTEM IMPROVEMENTS ("Agreement') is entered into between Brushy Creek Municipal Utility
District,a conservation and reclamation district of the State of Texas(the"District")and the City of Round
Rock, a home rule municipality (the "C "). In this Agreement, the District and the City are sometimes
individually referred to as a"Par "and collectively referred to as the"Parties".
WHEREAS, the City is in the process of extending Wyoming Springs Drive from Creek Bend
Boulevard to Sam Bass Road in Williamson County(the"Wyoming Springec s Pro "); and
WHEREAS, the City's Wyoming Springs Project necessitates relocation of certain existing raw
waterline improvements owned and operated by the District located in the public right-of-way for Sam Bass
Road; and
WHEREAS,the District has completed a route analysis and desires to relocate its facilities into an
existing Public Utility Easement located parallel and adjacent to the south side of the existing right-of-way
for Sam Bass Road dedicated by subdivision plat recorded as Document No. 1992008481 in the Oficial
Public Records of Williamson County, Texas, a copy of which is attached hereto as Exhibit "A" (the
"PUE"); and
WHEREAS, the Parties find it beneficial to include the District's Waterline Improvements (as
defined herein) as a separate alternate bid item as part of the City's Wyoming Springs Road Extension
Project and for the City to construct the improvements as part of the Wyoming Springs Project upon
approval of the alternate bid by the District and provided the District pays all costs and expenses associated
therewith; and
WHEREAS, this Agreement sets forth the contractual agreements of the Parties relating to
relocation of the District's raw water line improvements necessitated by the Wyoming Springs Project.
NOW, THEREFORE, in consideration of the foregoing premises and the mutual promises and
agreements of the Parties contained in this Agreement,the Parties agree as follows:
I.
DEFINITIONS
When used in this Agreement,capitalized terms not otherwise defined shall have the meanings set
forth below:
1.01 "Agreement" means this Interlocal Agreement Regarding Relocation of Water System
Improvements.
V—,202,-— �0 AGI 6.7 Wyoming Springs ILA CORR
Order 24-0111-06
1.02 "Bid Documents"means the plans and specifications,together with all contract documents and bid
instructions,relating to construction of the Project or components thereof.
1.03 "District Engineering Work"means all professional engineering and consulting services relating to
the District Waterline Improvements including preparation of plans and specifications therefor, and
acquisition of any permits or regulatory approvals required for such improvements.
1.04 "District Waterline Improvements"means the new water transmission line improvements,together
with related facilities, equipment and appurtenances to be constructed within the PUE, generally described
in the drawings attached hereto as Exhibit"B".
1.05 "Effective Date"means the last date of execution of this Agreement by the Parties; provided both
of the Parties must execute this Agreement for it to be effective.
1.06 "Existing District Waterline Improvements" means all existing raw water transmission line
improvements, and all related facilities, equipment and appurtenances owned and operated by the District
and located within the Project Area that will be abandoned in place in accordance with the terms and
conditions of this Agreement and as generally shown in Exhibit"B".
1.07 "Force Majeure"means acts of God, strikes, lockouts, or other industrial disturbances, acts of the
public enemy, orders of any governmental entity (other than one of the Parties) or any civil or military
authority,acts,orders or delays of any regulatory authorities with jurisdiction over the Parties,insurrections,
riots, epidemics, landslides, lightning, earthquakes, fires, hurricanes, floods, washouts, droughts, supply
chain delays, market wide shortages or unavailability of construction materials and/or products, arrests,
restraint of government and people, civil disturbances, explosions, breakage or accidents to machinery,
pipelines or canals, or any other conditions that are not within the control of a Party.
1.08 "Party"or"Parties"means the District and/or the City, individually or collectively, as applicable.
1.09 "Project" means, collectively, the Roadway Improvements and the District Waterline
Improvements.
1.10 "Project Area"means the area in which the Project will be undertaken. The Project Area is more
particularly identified by the engineering stations shown or referenced in Exhibit"B" attached hereto.
1.11 "Project Contractor"means the contractor(s)that enter into a contract with the City for construction
of the Roadway Improvements and District Waterline Improvements.
1.12 "PUE"means the Public Utility Easement shown on Exhibit"A."
1.13 "Roadway Improvements"means the acquisition of additional right-of-way and construction of the
roadway improvements to be undertaken by the City within the Project Area.
II.
STATEMENT OF INTENT
2.01 General. The purpose of this Agreement is to provide for the District to abandon the Existing
District Waterline Improvements in the Project Area but not elsewhere; to provide for the design of the
District Waterline Improvements at the District's sole cost and expense; to provide for the City to include
the District Waterline Improvements as an alternate bid item in connection with construction of the
Roadway Improvements;to provide for the construction of the District Waterline Improvements by the City
AGI 6.7 Wyoming Springs ILA CORR
Order 24-0111-06
at the District's sole cost and expense subject to approval of the alternate bid by the District;and to provide
for the District to construct the District Waterline Improvements in the event the District does not approve
the alternate bid; all so that the City may proceed with the Roadway Improvements as promptly as
practicable.
III.
PROJECT COMMITTEE
3.01 Composition of Project Committee. There is hereby created a Project Committee to be composed
of not less than one representative appointed by each Party. The following persons are hereby designated
as the initial members of the Project Committee: the General Manager and District Engineer on behalf of
the District, and the City of Round Rock Senior Engineer on behalf of the City. Each such representative
may appoint additional representatives on behalf of its Party. Each representative of a Party shall serve at
the will of the governing body that the person represents. Upon the death,resignation, or revocation of the
power of such representative, the governing body of the appropriate Party shall promptly appoint a new
representative(or alternate representative)to the Project Committee,and shall immediately notify the other
Party of such appointment.
3.02 Responsibility of Project Committee.
(a) The Project Committee shall represent the individual and collective interests of the Parties with
respect to the following matters:
(i) The review and approval of the Bid Documents, as they relate to the District Waterline
Improvements.
(b) In the event the District approves the inclusion of the District Waterline Improvements as part of
the Project based on the alternate bid, the Project Committee shall further represent the individual and
collective interests of the Parties with respect to the following matters:
(i) The periodic review of the status of construction of the District Waterline Improvements;
(ii) The review and approval of change orders relating to the construction of the District
Waterline Improvements;
(iii) The review and approval of invoices for payment related to the District Waterline
Improvements;
(iv) The confirmation of final completion of construction of the District Waterline
Improvements; and
(v) Any other pertinent matters relating to the construction or operation of the District
Waterline Improvements,or the Project to the extent any such matters impact the District Waterline
Improvements.
The Project Committee shall meet as needed to review the matters over which it has authority. The Project
Committee shall be diligent,prompt, and timely in reviewing and acting on matters submitted to it.
IV.
AGI 6.7 Wyoming Springs ILA CORR
Order 24-0111-06
DESIGN OF PROJECT AND APPROVALS
4.01 Design of District Waterline Improvements.
(a) Promptly after execution of this Agreement by the Parties, the District will promptly authorize its
engineering consultants to commence the District Engineering Work. Subject to Force Majeure,the District
shall complete the District Engineering Work no later than 30 days after the execution of this Agreement
by both Parties.
(b) Upon completion of the initial plans and specifications for the District Waterline Improvements,
the District shall provide a copy thereof to the Project Committee for review and comment. Upon final
approval of the plans and specifications for the District Waterline Improvements,the City shall incorporate
the plans and specifications into the Bid Documents for the Project as an alternate bid item.
4.02 Design of Roadway Improvements. The City shall be solely responsible for all engineering
services relating to the Roadway Improvements.
4.03 Cost of Design.
(a) The District will pay all costs and expenses associated with the District Engineering Work.
(b) The City shall pay all costs and expenses associated with the design of the Roadway Improvements.
4.04 Work Product. Upon receipt of a request from the City, the District agrees to promptly make
available to the City a copy of any work product produced by its engineering consultants in connection with
the District Engineering Work.
4.05 Permits and Approvals. The City shall be responsible for securing any and all regulatory
approvals required for the Roadway Improvements and any City related approvals for the District Waterline
Improvements. The District shall be responsible for securing any and all non-City regulatory approvals
required for the District Waterline Improvements.
V.
EASEMENT MATTERS
5.01 PUE. The City acknowledges that the District Waterline Improvements shall be constructed within
the PUE and consents thereto for all purposes.
VI.
BIDDING AND CONSTRUCTION OF PROJECT
6.01 Bid Documents for District Waterline Improvements.
(a) Bid Process. All construction contracts for the Project will be competitively bid and awarded by
the City in the manner provided by State laws for construction contracts by cities.
(b) Alternate Bid. The District Waterline Improvements shall be included as an alternate bid item in
the Bid Documents.
(c) The Bid Documents utilized by the City for the Project shall meet the following:
AGI 6.7 Wyoming Springs ILA CORR
Order 24-0111-06
(i) The District Waterline Improvements shall be included as an alternate bid item in the Bid
Documents.
(ii) The plans and specifications for the District Waterline Improvements within the Bid
Documents shall be in the forms prepared by the District;
(iii) The Bid Documents shall include a warranty period of two years for the District Waterline
Improvements;
(iv) The Bid Documents shall require that the Existing District Waterline Improvements remain
operational at all times until the District Waterline Improvements are completed, operational, and
accepted by the District;
(v) The District shall be named as an additional insured on the contractor's insurance policies;
and
(d) The City agrees that it shall not amend any aspect of the Bid Documents as it relates to the District
Waterline Improvements without the District's prior written approval.
(e) The District agrees that it shall not have any right of approval with respect to the design and
construction of the Roadway Improvements, and the City agrees that the District shall not have any duty,
obligation or responsibility with respect to the design or construction of the Roadway Improvements.
6.02 Bid Award.
(a) A copy of all received bids, bid tabulations, and related information for the construction of the
Project, including the alternate bid amount for the District Waterline Improvements, will be submitted to
the Project Committee for review and consideration within three calendar days after opening the bids.
(b) Prior to award of a contract for the Project, the City shall provide to the District written notice of
the Project Contractor to whom the City proposes to award the contract for construction of the Project.
(c) If the alternate bid amount for the District Water Improvements is no more than 120% of the
District's Design engineer's 100% design submittal estimate, then the District agrees to accept the award
of the contract to the Project Contractor identified in the City's notice to the District. If the alternate bid
amount is more than 120%of the engineer's estimate,then within fourteen(14)days after receipt of written
notice of the apparent successful bidder from the City, the District shall notify the City as to whether it
approves inclusion of the District Waterline Improvements in the contract to be awarded to the Project
Contractor. If either the alternate bid is no more than 120% of the engineer's estimate, or if the District
approves the inclusion of the District Waterline Improvements in the Project, the City shall approve the
inclusion of the alternate bid item in the final contract awarded to the Project Contractor and shall construct
the District Waterline Improvements in accordance with the terms of this Agreement.
6.03 Construction of District Waterline Improvements by District. If the alternate bid amount is
more than 120%of the District's Design engineer's 100% design submittal estimate and the District
does not approve inclusion of the District Waterline Improvements in the Project as bid by the City, the
City shall not include the alternate bid item in the contract awarded to the Project Contractor and shall be
released of any obligation to construct the District Waterline Improvements. In such event, the District
shall proceed with the solicitation of bids,award of a contract,and completion of construction of the District
Waterline Improvements on or before one year after the bid opening of the Project, subject to Force
Majeure.
AGI 6.7 Wyoming Springs ILA CORR
Order 24-0111-06
6.04 Construction of Project by City.
(a) General. The provisions of Sections 6.04 through 6.09 of this Agreement shall be applicable only
if the City constructs the District Waterline Improvements as part of the Project, as set forth above.
(b) Roadway Improvements and District Waterline Improvements. The City shall be responsible for
constructing, or causing to be constructed, the Roadway Improvements and the District Waterline
Improvements. In connection with the construction of the District Waterline Improvements,the City agrees
to use good faith and reasonable efforts to ensure that the Project Contractor completes construction of the
District Waterline Improvements in accordance with the plans and specifications and other requirements
set forth in the Bid Documents.
(c) Traffic Control Plans. The City shall be responsible development and implementation of all traffic
control plans associated with construction of the Road Improvements and the District Waterline
Improvements.
(d) Inspection.
(i) The District may retain an on-call construction inspector to inspect the District Waterline
Improvements. All costs incurred by the District in connection therewith shall qualify as District
Engineering Work to be funded by the District. The District shall notify the Project Committee of
any construction defects found by the inspector relating to the District Waterline Improvements
coming to its attention as soon as practicable and in no event later than five calendar days
(excluding official holidays) after obtaining knowledge of the defect.
(ii) The District may elect to have its employees or staff inspect or observe construction of the
District Waterline Improvements from time to time.
(iii) The District's representatives shall have a reasonable right to access and inspect the District
Waterline Improvements as construction progresses, and the City shall not interfere with such
access or inspection by the District or its designated representative(s).
(e) Change Orders.
(i) During construction,any change orders related to the District Waterline Improvements will
be subject to review and approval by the District. The District will review any change orders and
either approve the change order or provide written comments specifically identifying the changes
required within 10 working days of submittal.
(ii) During construction,any change orders related to the Roadway Improvements or impacting
the costs thereof(and which do not relate to the District Waterline Improvements)will be made in
the City's sole discretion.
(f) Insurance. The City shall require that all workers involved with the installation and construction
of the Project are covered by workers' compensation insurance as required by the laws of the State of Texas.
The City shall also require that the contractors procure and maintain comprehensive general liability
insurance insuring against the risk of bodily injury,property damage,and personal injury liability occurring
from,or arising out of,construction of the Project,with such insurance in the amount of a combined single
limit of liability of at least$2,000,000 and a general aggregate limit of at least$5,000,000. Such insurance
coverage shall be maintained in force at least until the completion,inspection and acceptance of the Project.
The District shall be named as an additional insured on all such insurance coverages.
AGI 6.7 Wyoming Springs ILA CORR
Order 24-0111-06
6.05 Payment of Costs. All construction contracts and other agreements relating to the construction of
the District Waterline Improvements and Roadway Improvements will contain provisions to the effect that
the Project Contractor will look solely to the City for payment of all sums coming due thereunder. The
City shall advance and pay the cost of construction of the District Waterline Improvements, subject to its
right to reimbursement from the District in accordance with the terms of this Agreement.
6.06 Acceptance.
(a) Upon completion of construction of the Project, the City shall obtain the approval of the District
for the District Waterline Improvements prior to acceptance and final payment of retainage to the Project
Contractor.
(b) Within 60 days after substantial completion of construction of the Project, the City will cause the
Project engineers to provide to the District a copy of the final "record" drawings of the completed Project
in an electronic format.
(c) Payment of Costs. The Parties acknowledge that the Project Contractor will submit periodic pay
applications to the City for work completed. The Project Contractor will be responsible for preparing the
pay applications so that the cost of the District Waterline Improvements is calculated separate from the cost
of the Roadway Improvements. As soon as a pay application is received from the Project Contractor, the
City shall immediately forward a copy of same to the District. The District shall review the pay application
and submit payment to the City, after concurrence that the pay application is correct, for the costs of the
District Waterline Improvements within 30 calendar days of receiving the pay application.
6.07 Warranties. The City agrees to cause the Project Contractor to issue a separate warranty or
maintenance bond to the District for the District Waterline Improvements. The warranty issued to the
District shall require the Project Contractor to repair all defects in materials, equipment or workmanship
relating to the District Waterline Improvements appearing within the warranty period set forth in the Bid
Documents. The Project Contractor shall issue a separate warranty to the City for the Roadway
Improvements.
6.08 Continuation of Service. The City agrees that the Project shall be undertaken so as to minimize
any disruption of water service to existing customers of the District and will not result in the permanent
loss of water service to any such customers.
6.09 Existing District Waterline Improvements. The City and District agree that a portion of the
Existing District Waterline Improvements shall be abandoned in place,and a portion of the of the Existing
District Waterline Improvements shall be removed and disposed of at the sole cost of the District. The
respective portions of the Existing District Waterline Improvements to be either(i) abandoned in place or
(ii)removed and disposed of are depicted in Exhibit"B".
VII.
CONVEYANCE OF ASSETS AND REAL PROPERTY
7.01 Conveyance. Upon final acceptance of District Waterline Improvements by the City after District
approval,the District Waterline Improvements shall be deemed owned by the District without necessity of
a separate conveyance instrument. Notwithstanding the foregoing,the City agrees to promptly execute any
instruments of conveyance for the District Waterline Improvements as may be requested by the District
from time to time.
AGI 6.7 Wyoming Springs ILA CORR
Order 24-0111-06
7.02 Risks Pending Conveyance. The City agrees that, until conveyance, it will maintain, or cause to
be maintained, insurance in such amounts as are reasonable and prudent on the District Waterline
Improvements. If any part, whether substantial or minor, of the District Waterline Improvements are
destroyed or rendered useless by fire,flood,wind,or other casualty after completion but prior to conveyance
to the District,the City will make repairs and replacements to restore the District Waterline Improvements
to their prior condition.
7.03 Ownership Interests. After conveyance, the District shall hold an 100% undivided ownership
interest in the District Waterline Improvements. The City shall own an 100%undivided ownership interest
in the Roadway Improvements.
VIII.
DISPUTES
8.01 Material Breach; Notice and Opportunity to Cure.
(a) In the event that one Party believes that another Party has materially breached one of the provisions
of this Agreement,the non-defaulting Party will make written demand to cure and give the defaulting Party
up to 30 days to cure such material breach or, if the curative action cannot reasonably be completed within
30 days, the defaulting Party will commence the curative action within 30 days and thereafter diligently
pursue the curative action to completion. Notwithstanding the foregoing, any matters specified in the
default notice which may be cured solely by the payment of money must be cured within 10 days after
receipt of the notice. This applicable time period must pass before the non-defaulting Party may initiate
any remedies available to the non-defaulting party due to such breach.
(b) Any non-defaulting Party will mitigate direct or consequential damage arising from any breach or
default to the extent reasonably possible under the circumstances.
(c) The Parties agree that they will negotiate in good faith to resolve any disputes and may engage in
non-binding mediation, arbitration or other alternative dispute resolution methods as recommended by the
laws of the State of Texas.
8.02 Equitable Relief. In recognition that failure in the performance of the Parties' respective
obligations could not be adequately compensated in money damages alone, the Parties agrees that after
providing notice and an opportunity to cure in accordance with Section 8.01 above, the Parties shall have
the right to request any court, agency or other governmental authority of appropriate jurisdiction to grant
any and all remedies which are appropriate to assure conformance to the provisions of this Agreement. The
defaulting Party shall be liable to the other for all costs actually incurred in pursuing such remedies,
including reasonable attorney's fees, and for any penalties or fines as a result of the failure to comply with
the terms including, without limitation, the right to obtain a writ of mandamus or an injunction requiring
the governing body of the defaulting party to levy and collect rates and charges or other revenues sufficient
to pay the amounts owed under this Agreement.
8.03 Agreement's Remedies Not Exclusive. The provisions of this Agreement providing remedies in
the event of a Party's breach are not intended to be exclusive remedies. The Parties retain, except to the
extent released or waived by the express terms of this Agreement, all rights at law and in equity to enforce
the terms of this Agreement.
IX.
GENERAL PROVISIONS
AGI 6.7 Wyoming Springs ILA CORR
Order 24-0111-06
9.01 Authority. This Agreement is made in part under the authority conferred in Chapter 791, Texas
Government Code.
9.02 Severability. The provisions of this Agreement are severable and, if any provision of this
Agreement is held to be invalid for any reason by a court or agency of competent jurisdiction,the remainder
of this Agreement will not be affected and this Agreement will be construed as if the invalid portion had
never been contained herein.
9.03 Assignment. Except as otherwise provided herein,the assignment of this Agreement by any Party
is prohibited without the prior written consent of the other Party. All of the respective covenants,
undertakings, and obligations of each of the Parties will bind that Party and will apply to and bind any
successors or assigns of that Party.
9.04 Payments from Current Revenues. Any payments required to be made by a Party under this
Agreement will be paid from current revenues or other funds lawfully available to the Party for such
purpose.
9.05 Cooperation. The Parties agree to cooperate at all times in good faith to effectuate the purposes
and intent of this Agreement.
9.06 Entire Agreement. This Agreement contains the entire agreement of the Parties regarding the
subject matter hereof and supersedes all prior or contemporaneous understandings or representations,
whether oral or written,regarding the subject matter.
9.07 Amendments. Any amendment of this Agreement must be in writing and will be effective if signed
by the authorized representatives of the Parties.
9.08 Applicable Law;Venue. This Agreement will be construed in accordance with Texas law. Venue
for any action arising hereunder will be in Williamson City, Texas.
9.09 Notices. Any notices given under this Agreement will be effective if(i) forwarded to a Party by
hand-delivery; (ii) transmitted to a Party by confirmed telecopy; or (iii) deposited with the U.S. Postal
Service,postage prepaid, certified, to the address of the Party indicated below:
DISTRICT: Brushy Creek Municipal Utility District
16318 Great Oaks Drive
Round Rock, Texas 78681
Attn: General Manager
Telephone: (512)255-7871
CITY: City of Round Rock
221 E. Main Street
Round Rock, TX 78664
Attn: City Manager
Telephone:512-218-5430
9.10 Exhibits. The following exhibits are attached to this Agreement and incorporated herein by
reference:
AGI 6.7 Wyoming Springs ILA CORR
Order 24-0111-06
Exhibit A- Plat Depicting PUE
Exhibit B- Description of District Waterline Improvements, Existing District
Improvements and Project Area
9.11 Counterparts; Effect of Partial Execution. This Agreement may be executed simultaneously in
multiple counterparts, each of which will be deemed an original, but all of which will constitute the same
instrument.
9.12 Authority. Each Party represents and warrants that it has the full right, power and authority to
execute this Agreement.
[The remainder of this page intentionally left blank.]
AGI 6.7 Wyoming Springs ILA CORR
Order 24-0111-06
ATTEST: BRUSHY CREEK MUNICIPAL UTILITY
DISTRICT:
B i
Secretary
Printed Name:Kim Flliatrault
Title: Board Vice President
Date: January 11, 2024
AGI 6.7 Wyoming Springs ILA CORR
Order 24-0111-06
ATTEST: CITY OF ROUNDRO
By:
Meghan SpJ;� 4 Z
LAei�e—T4
Craig Morga Mayor
Wa m
Date:
AGI 6.7 Wyoming Springs ILA CORR
Order 24-0111-06
EXHIBIT"A"
PLAT WITH PUBLIC UTILTIY EASEMENT AREA
AGI 6.7 Wyoming Springs ILA CORR
Order 24-0111-06
L 14 B. b E 6'-
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'O y '(/ .\
[INO/HE[11: Cuoalagham, Ce0•ra/i Alleo, Nae. (r1 \ \ \ Henry A. Drtelu
5107 Bee Car•Road, Su1t•101 II \\ ,( OF Registered rte f•asional Land
AusNe, TX 71116 eorr•yor No. 1707
771 a \ ,tl�pP�UO HENRY A.gJFEAJ 'C-Z 4'9Z
1707-77Q-
W.-- T- - �StRP 7,Y1�, •,O
_- Ilea°u+twrr�_ s s7:6aC 7- / O SUpNF'
THE 70' WATERLINE RND WASTENATER ER9EILNTB AND LIFT STATION SITE V1� IS tire 1, \ S3331, _
SHOWN WERE a"OUT IN JUDOMENT IN CONDEMNATION PROCEEDING IN THE _N _.�--�; / 71Rt'},� , pp la 76"Lir a tree,60'east of dee in
7]]Tq DI,TRI CT CWRt Or MI LLIAM80N COVNTT, TEXAS IN CAUSE NOS. ¢eek. MI•lavattar 718.95,based m City of
Sr-675-C A0 46-713-C eTTL6D PENN ■LOrr MUNICIPAL UTILITY
- \ r(rorlettr �j1s Rwad p]cAM,B-1 (Ela•,78J.J6111s establlehrd
DISTRICT 2, RILLEEW SAVINGS i LOAN ASSOCIATION, ET AL FILED a •w ; try Ni 11 ieWa!StACMXXrww,Inc.and deet Abed we fol lown:
D[CEIp[R 17, lfei. '• 377. �_ _
s p'O°� ` tt�c A became dlau:,J"dlel,ete,wt in a to Imnaumt
Iry opposite w7!°a• apposite a fa[W post m the south side of the road to
NOTES: !sesT -- - \ ` ebo;, - Stehle Spr Ings m"illsim,towards the east and of
The minlmum tlnlshed floor •Illation shall be at least 1'0"above 12 \�� JE- fru to first Curve went of the bridge ova the r,ilrmd.
the 100 Tear flood plain. The minlsum finished floor •lavation
for Lot 1 and Lot 7 1• ter \.was FPLAN m �
Lpppp t1PUOI tallEr Not 1 in within the a,d
100 year flood plain bary
The 100 year flood Pial, to the fully dereloped condition 1s 1 1 "I \ ® se Mown m to flood treurercw rate amp CreInmity
contained within the drainage easements ea eh—on this plat. eti- \ \ \e� $ Panel Mauler 1,19103770 C effective Septelle
7 1 }f,199', The 100 year,I—Plain is--I—
No eb.tr.cti en shall be all Swed in drai......cements. / / \.k" i. • within the drallege ehownwo to shown ss deterained
\ .a by tie flood lnsuraX�study by nm for Nfllianeon
aP structure So this 1ubdl rlsien stint l be occupied until it fa \':' Vim• �' �mty Eor SruMry Creel and a drainage rept by
•<led to •poi able star •apply Yet an of the City o! no \ ��` n Stephan K.Collins,PE Uerch 1988)for Ry Creek
R en or another source acceptable to the Willi sesen count]Health 41 \T\ �!13 C' (also krrw,u s Brave Creek,Itrey Bar Qeek ab
O.partment. • \ < C<eek.la
I VOL.PIOT PG.I3.1 \�^ �� V
No structure 18 this subdivision shall be occupied until it,.!.
ectad to the wastewater collection system acceptable Ie la. UNPLATTED ��, \\` e•.'u�
Willi.....C...1,Halle Daeerlm.et.
Brlld laud 11are Iln..roll b•In searereane•with City of filled A1.0 1 9.822 AC.1 \\p,11. \\\\ 3/"
Z.eln1 0:a inane.r...l..meah.
A NRUSITY CREEK\
S.P.
eo.Nl•
CLIENT TERRY WILLIAMS NB9'JE31"M NI6`f fir Na+'S!O SUNEYBIF
DATE FEBRUARY 14.1992
OFFICE pb COUNTY ROAD 174 1 BRUSHY CREEK ROAD !
CREW GONZALEZ 3103 S-C.Hod sW.Cot.awls.T.]fixe
F.B. : 446
PLAT NO. M455-01-01
DISC B6 SHEET OF 2
BEAR CREEK PLACE
CITY OF ROUND ROCK
DtHCHIPT I." WILLIAMSON COUNTY, TEXAS
OF A 19.SOO ACRE TRACT OP LAN. OUT OP 1HE
WILLIAM [RICAN SURVEY. ABSTRACT .0. 190 ABU
THE DAVID CURRY SUNY ET, ABSTRACT NO. 130,
WILLIAM80N COUNTY, To";, ALSO BEIM.OUT OF
A 29.372 ACRE TRACT OABCR INE. IB VOLUME
2107 , PAGE IBI, DIED RECORDS OF NILLIAMSOR
COUNT T, iEXA S; SAID 19.550 ACRE TRACT OF STAT!OF TEXAS )
LAND eEINO MORE PART I NLARLT Dl6CR1A A9
FOLLOWS ) RA O11 ALL N!N.Y THESE PRESE.T9
COUNTY OF NILLIAMHOR )
eta nnlNO•t . {^ Sron roe [Dana•t . Eence
n the r n 11,. batvaan .aid TR AT TEARY 4 WILLIAMS OWNER OF 29.372 ACRES OF LAND OUT OF THE
D.... and Cucrl B.-is and nortAveat Ni LL IAM DUGAN SURVEY, ABSTRACT MO. 190 AND THE DAVID CURRY
of • 4.05 • e tract described fn SURVEY, ABSTRACT NO. 130, WILLIAMS0N COUNTY, TEXAS. A9 CONVEYED
Volume 668, .... 651, g111f•neon Countl TO HIM BY DEED RECORDED IN VOLUME 2107 PACE 154 OF THE
Dead As cords; DEED RECORDS OF WILLIAMSON COUNTY, TEXAS; Does HEREBY SUBDIVIDE,
19.550 ACRES OF LAND OUT OF THE 29.]72 ACRES IN ACCOROARCE NI TH
THENCE 618'15'36"1 304.60 teat With a fence•long said c THE PLAT A9 or
HEREON TO BE KNOWN AS BEAR CREEK PLACE AND DO
vey
1.1,:..,d avesterll Iln•of said 1.03 •ere tract to• I" lronmmrood HEREBY DEDICATE TO TNC PVBLIC THE V9! OF THE
set at el•point: CASENEBTS ON
OWN HEREON. 6AID TRACT 19 SUBJECT TO ANY EASEMENTS
OR RE9TRICTION9 HERETOFORE CHARTED AND HOT RELEASED.AND DO FURTHER
TROPICS 819'05'05"E 317.29 feet With• !<nc. •loop •id d CERTIFY THAT THERE ARE NO LIENHOLOERS OF RECORD PERTAINING TO THIS PROPERTY.
,vel Iln• and va atetll Pin•at said I.OS acre IF.
to• {" Sronmmr and CE CS
Mi HAND THIS ?STM pAT OF fr�+�+A^'1 199 2
found •t the nartheaaterll < o[ 5,391 Square fast parcel
•C9.i[ed by
Fern a"" Munlclperl Dtllit, Df.triet by judq ement under
the 277th Dl atcict Court of g1111•msan C...tF, Tease In C.... No, et- �/
625-C and 67-715-C filed D•aember 12, 1986;
TERRY A.WILLIAMS
}WPIC! the [allowing tg.r (4) e......tive coarse, •long the 3202 FRERMOMT DRIVE
perlmatar of said 5.381 aquae toot D.r c•1: ROUND ROCK.TEXAS 76601
1) 687'26'11"11 93.33 East to• I" it.. rod at;
! 1X )
]) 617'37'09"2 17.18 feet to• {^ Iron rod sat;
.TRTCOUNTYOF OFTA8
gILL1AMeON )
3) S74'00'53"1 60.05 fast to•chat, link fan.•poet;
1) NI1'I2'JI"t I1.]J East to • {" iron rod found on the BEFORE ME, THE UNDERSIGNED AUTHORITY, OR THIS DAT PERSONALLY
e1'22' IIn• of • 1.91 o e tract desc[Sbad d Volume APPEARED TERRY WILLIAMS KNOWN TO ME TO BE THE PERSON WHOSE NAME
637, Papa ll. .1111•u on o1. t D••d Raco[d. 19 SUBSCRIBED TO THE FOREGOIno INSTRUMENT, AND ACKNOWLEDGED TO ME
THAT HE EXECUTED THE SAME FOR THE PURPO998 AND CONSIDERATION
THEREIN EXPRESSED.
THENCE
A EN CC 616'5]'18^E 131.]2 fact vlth• tent••long said common '1,3
•u[vel I1n• and r•,I,,Iy It.. of said 4.91 acre tract, to a I" Iran p vE" UNDER BY HAND AN KCAL OF OFFICE THIN ��_ DAT OF
rod found at •n an.l•point; 1. 19 ,
-ia�.�-"'-"-u�. A
THENCE 638'11 ].1, 110.11 [Set s11h• ten ce•long said-11 ,t
rodvaf Iln• and raatarl, Ilne at •old 1.91 acre tract, to • {"o1rOn I�0 RY PVBL[C IH AND FOR THE
tonna at an anpl•D.1 nt;
TecOCR 632.09.19"E departing th. E.nea It.. 49.86 feet to a STATE OF TEXAS
ilon redou
fnd at •n enol.Point; Printed 0•ma: N.LE:s��� --�.
111 Commlaslon EAD1[• t
T. CC f 821'22'30"E"t c •slop th. tend• I... at Na feet,
tat•1 dlst•nca t 196.0 teat rto a {" Iron rod found On the northerly
rlpht-of-rat Ilne of Ca untl Road 174 (9...t Creek Road); at the
outhw•of if., of ,aid 1.91 acre tlact for the eouthe•atally
darns of tela cr<e:
TROUNCE the following throe (3) ...last .long the northerly Approved this Jr7'�/ day of 19 by the Cit,
right-of-Nay it.,of Coun IF Road 171:
Planning and Loll nq Cammis,len o the Cl[y of nd Pock, Teas.
and sut.n C.d to be [lied for r ora b, th. C nt, C-l��l(�1rON��
1) N93'50'50"N 11.29 !•at to• I' Iron rod found; W.d ,Ivo,Cod t b.a..
7) 686'27'19^q l It of
1]5.70 teat to• {" iron rod found;
h. C irm.n
3) N09'lt'S1"N 60.81 feat to a I" Iron rod eat;
TX Fl1C[ N17'31.4 "fl 311.18 !net t. • 5/0" lc on cod found st
the so.thaa,tarly carne. of Ton kava V111•qe, •subdi vl sf en c•cord.d in ` *.b1R. 11.1-9 SecCabinet C, elides 719 to ltl, Plnl Recrdsof NII11•ma on Coun[f, oi
Tena., THENCE the lollorinp fixe (5) co.laa •long tAe e•sterl) Ilne
PASSED AND APPROV on'the day 19,
of aid Tonk•v.."I"'
and
Tonk•s. SDrf.gs. •subdi Vial- r•arded to 1'/6-^I.6rI'-7MI^.
Cabin
at C, elides ]16 to Ile, Flat
Records of Nt111•maonc County.
T..-
1) 1117'31'19^11 881.87 lest to • {" Sron rod found; Mike Robinaon,CStl of Round Rock, Tex•e
2) 011'70'30^" pass Ing IN. common cocoarof Took.•. Villa9
and Tenk•va Springs at 521.96 test, • total dist,,,, of
584.60 fast t0• {^ Iran rod found; A 8T:
aw
3) R64'40'49"H 76.00 test to a 60d n,il fond: • Lend, Cltl 6•er•tary
t/,o! Round RocR. Ta.se
4) M57'42-07-W 24.15 fast to• 7/9" iron rod found;
S) ,0620']6"W 261.61 fast to • 3/4" Iran rod found on the
out batty tight-of-v•1 It.. of
Cou.t/ No.d 115 at the THE STATE OF TEXAS )
no r'hast corn•, of said Tonk•wa Spring,; COUNTY OF WILLIAMOOR )
THENCE the following faurt•en (1/) donsedvtive tour e, long
said southerly light-of-ray Iln•of County Road 175 (Ham Base Road): 11 Elaln• 8faaall, Clatk o! the County Court of ,.fd County, do
her•61 certify that the forepolTV Inetr lament In writing, N1 th lta
1) 877'52'01"E 16.11 fast to a I" from rod sat; 'lfiaation ! uthantic•tion, Was fil.d for d In I
2) .81'26'02^! 119.79 feet to a I" I,.. rod found: 6jItica in the.� dal of f1of .D., 1St y, I •t �[r 0'c{oak
L.M. In 55h PI [ N•cords ( aid County, fn Cabinat
Slid as (t)Iw=.
3) 876.33'55"E 97.17 last to a {" Iran rod found;
WITH[ MY RANO AMD SEAL of the Countl Court at said Countl. at
4) 872'02'17"E 93.28 fast to• +" iron rad found; of f Ica 1.Geo,get,.n, Teas, the data last above sTttt..,
S) 559'56'09"E 58.15 feat to•Sone lata wanumant to land; SLAIN!HliilLL, Clark, Coontl Court M�It w=
"Sill•'• an_ O� !
6) 661'43'56"1 21.10 f••' to• {^ Iron rod found:
)) 669'10'57^E 200.11 teat to• {" Iron rod Sound; Oeput, <}}
0) 561'32'13^1 87.88 East to•eonerat•-l-.nt found;
9) 866'25'55"E 111.13 fast to !E
• I" Iron rod at; "'�-,•/"_ _�
30) 572'16'20"1 102.23 feet to • I" iron rod found: �''`�'ajpr..r•�aw�a'"
11) .71'22'57^E 133.11 fast to•cenorat•monument fond;
12) 616.11'59^1 67.42 [••t to a {^ iron rod at;
13) 876.25'02^E 215.70 fast to • {" iron rad found;
11) ::,1'55'03"N Sl.11 teat to • I"•Sron rod to.nd at
the
thernmoat c o! • 1.16 • tract d•scrlbed 1n
Volowa 795, Fag,045, Oeed Racord•r of willi•maon County,
Ta... for the••at.rnwo•t dor n•r of this tract;
THENCE 070'19'18"N D•eslnq a I" Iron rod found at 9.71 fast,
• total dl,tanc• of 303.1] E•et •long the c n line '.'wenn thio
tract and •aid 1.76 a . tradt to • I" Iron -d found at • anq is
point on the norlh-1,d line of • 1.35 • a tract dsaccibed In VOlume
668, Page 932, Milliame on C...IT Dead Records;
THENCE the lollowlnp Ivo (2) c •long said common It..
lost ween thi. tract and•aid 1.55 act•tradt;
1) 660'26'01"N 375.86 fast to• 3/1" iron rod found;
2) .58'16'07". 115.19 feet to • 1/1" IT.. rod found in Hone,
.ear Creek at the north••st•rl, corner of the 1.05 acre tract Pr.1anal, rIN.r.ne.d: �E�tP
'I
TIEnC6 the to11aw1np iso (3) ca. a •long the common Ilne
between this tract and•aid 1.05 ac[• tact;
SIHIV.'[1�IG
I) .51'34'39"M 93.15 feet to• {^ Iron rod found; 3107 Baa Cww Rued.Suaa 202.Awuw T+.'IEp6
LSIZI32t1311
41 H59'02'45"q 111.61 teat to the Po111t OF BCO iN111NG,
CONTAINING 19.550 a.... ,t land. SHEET OF Q
LA
H
EXHIBIT"B"
DESCRIPTION OF DISTRICT WATERLINE IMPROVEMENTS, EXISTING WATERLINE
IMPROVEMENTS AND PROJECT AREA
AGI 6.7 Wyoming Springs ILA CORR
Order 24-0111-06
d'ew-
4
2, I •i6 f "SQ'Ji l•.
GO
'� a' h r• .�6Y y i b id' GRAPHIC SCALE
SCALE IN FEET
1•.100'(7244) ZWZ
A4'. `1 . dT it .:4.... dl xA �'..l+•�{i LEGEND: 7
Mi+ J.. •.�'� _t, Y' 1 � ` PROP09ED 11 WATER LINE Y� W
A.. � t1/� ' ,'•. 0*'1q� At. r,�p PARCEL BWNDARY WrjY WZ
p,,,� f r '..! 411'+ > �ypy ♦ > •rT 2zO J Z_
r
C2 f pSOL E PSS _Y
Y:c oaf
tt�E a z
.,.i
\ I ; PROPOSED 12" g�
{y I WATER LINEA
'w.�. �
tit
. x . 41-
JA
r '^ "` •�3#( .Jt7a ^.r a' :Ka sn..l N
9101
Ali
6 14
.:t.. ,.f{.+ MIN°
'>•.p' e ?� 1 0226.22010
SEHIREN9 RANCH MASTER TREE LIST
CALLED
TREE SIZE S TYPE
TREE GRAPHIC SCALE
--F r W.CT TAGS MULTFTEXAMPLE
ry : 0 10 ZO 40 SO
rLE OAK
14.(4,12.J.z+) __
ZTLNEOAIL c _ SCALE IN FEET
306 1TLNEOAX
_. _ . 306 ZC LINE OAK LEGEND:
,1IZLZ
,' Iu tis cEOAR ELM �
f 316 t?CEDAR EIM PROPOSED 17 d RAW WATER LINE
f - (ROUND ROCK PROJECT)
316 II'CED iELM 'i I Ll11
/ PROPOSED 17 RAW WATER LINE(BY OTHERS)
PROP.CORK 4T WL / X12 11'CEdVi ELM PROPOSED 24-WATER LINE(BY OTHERS)
(9V OTHERS) '
PROPOSED 47 WATER LINE(BY OTHERS)
_ ate +TscEDAR p )
// 1 / /■J'/{/ �/•��� 1yy/
322 1P CNINE9EP _ WATER Z
323 2r CIEDARELM(16.5.11) /// 1rvLp EXISEXISTTING ING 67 WATER LINEAL PIPE) O Q
BEOIN 1 Y AC 1 1]YA vIc EXISTING 1T WATER LINE(DI PIPE)
AL STEEL B 3 ALIGNMEMA STAT 2I BJ BEGIN IT AC F W
PIPE REMOVAL BEGINMFNTA STA.OW0.00 BEOIN IY AC
BEGIN NEW 2/'STEEL CASING END NEW 24'STEEL CASING PIPE REMOVAL EXISTING 17 WATER LINE(PJC PIPE) Z
BEGIN NEW 12'DI WI PIPE PIPE ABANDON
TIE INTO PROP.IT DI WI PIPE CAUTION II N:10168612.86 N:10185162.21 ALIGNMENT A-STA J�T,S.2I 12AT Ac EXISTING 17 WATER LINE(AC PIPE) J
WtpP. EXIST.30'WL' E:3118188.00 E:311628X.28 EMO IY AC ENO 1Y AC P.I.OFF.O'<t'Ot'LT. UJL O
BCMUD 17 W1. ALIGNMENT A PIPE REMOVAL PIPE A6ANDON N:10155108.18 14YA EXISTING 1P WATER LINE IDI PIPE) G y
(.UD12-RS) M9 TM.L NEW I7 DI FIRE « E.31,W7.51 21WMM EXISTING 21'WATER LINE IDI PIPE) Q
IN 24-STEEL CASING 1135 LF) ALIGNMENT A-STA 2Ne.N ))t
. ._.. INSTALL NEW 1746'BEND .taKM p EXISTING 3P WATER LINE(DI PIPE) Y J Q
P.I.DEF.<45'O0 0P RT. W 11 =
10166163.M 7 BCMUD Wl xa EXISTING WATER LINE(SIZE UNKNPNNI O U
302_. .•-+_ .. _ - _ 15.39 _ --=d .._..a�7- EXISTING WATER VALVE O w o! ?O
ALIGNMENT A-STA,D-1.22 LE WyV _ _ _ _ _____��___ ___4 IXISTOIG WATER METER Y O
E.X1113 _
_EDGE_ EIS O W 6 2 C +
INSTALL NEW 1745'BEND + -L ---7Nk100�T - _ -_ «A 1 ARV @I- EXISTING AIR RELEASE VALVE O Z z Q O
P.I.DEF.<46-WOO'RT.�_. -- qc _moi . - r W V N!t Fl+ EXISTING WATER LINE TO BE ABANDONED IN Ill
K O Q
N:10158-12.-1 INSTM I. 5 6'MIN. e[ �� -- -9 �-�� ___ _�,r- �. - _ 1cV� PLACE OR REMOVED Vl� OT/J
E 3115136.05 1 1�, SILT FENCEIS,
L FSMT. 5 N9TALL ( UT EXISTING UNDERGROUND TELEPHONE LINE V'
S PUE o! SILT FENCE 6 MIN. ALIGNMENT A SAWCUT EXIST.CONCRETE FOR Z a
PROP.24•WI 1 PX __ 1 INSTALL NEW 12'DI PIPE OPENCUT PIPE NSTALLAOEXI
TN. m STING TELEPHONE BOX g Go
300 RWA - °_ REPLACE AND REPAIR CONCRETE O
ALIGNMENT A-STA.2-1.00 TO HATCH EMT.CONDITIONS
FRATi PROPOSED AT&T UNDERGROUND LINEd
PROP WA RLIN INSTALL NEW FLUSH VALVE ALIGNMENT A-STA 2M8.88 OR BETTER. 4 -F-P-E-EXISTING UNDERGROUND FIBER OPTIC CABLE
W30 ALIGNMENT A-STA.-5 II )SP.U. /
INSTALL NEW 1745•REND 1 ONGOII OF 3 ASSEMBLY INSTALL NEW 1745•BEND CITY OF MOUND ROCX (SEE NOTE 6) f
P.I.DEF.<4X'1P 06'LT. URVE'1') N:10186161.75 P.L DEF.<4Y 4P 17 LT. TMWT2 (APPROX.21 LF) EXISTING OVERHEAD EIECTRK:LINE y, m
N:101/6623.01 E:31+6TT2 - W31.1 3- C 21- JI PP EXISTING POWER POLE mr E
I 13 E: 111JIJ.J4 :DOC.I10.2S16WIoe2 ! yy
E:3111142.91 1 { 311- OP.WW.OT. 1 8 )1(pPP PROPOSED POWER POLE(ONCOR)
FN 0% EXISTING FRE HYDRANT '
FN 1% PROPOSED FIRE HYDRANT 6 (
4 I - 831 EXISTING SURFACE CONTOUR(SURVEYED) e�$b Oq yR
PROP.WYOMING SPRINGS OR b -TA < 1 -X-X-X-y- EXISTING BARBED WIRE FENCE LINE40�,',�
t EXIST FIRE HYDRANT � � IXISTNG CHAIN{INK PENCE ■M sg 1
_ 10 _ ` INSTALL NEW 6 m ^2� OONNECTED TO 1 ����___ PARCEL BOUNDARY(SW RCE:WILLIAM.SON CAD) �Q
r jt ��\✓✓/ m d ry P, EXIST.16•WL
FLUSH VALVE
^6� JmiKISTI _.._.._.._.._.._.._.._ SURVEYED R.O.W.
< ru Ww _.._.._..�..�.._.._.._ PROPOSED ROW
_ _
¢ m LL __------__-__ EXISTING EASEMENT
r s d 6t m PROPOSED 1FV (`t
6 ri ROADWAY S RASE 4 �SF�SF SILT FENCE r
0 EXISTING PAVEMENT W N
PROPOSED PAVEMENT LL' VOi
_ A
ROUND ROC((ROAD PROJECT
12.01 PIPE '+.3916
IX G
g`WIL _ EXISTING REMAIN)EXE
EE(TO REMAIN)( TER CIRCLE ZJ{
I �o _-_ O
..-S CRITICAL ROOT ZONE) � A
ba PTO TOP (( 9
.? m t�$ OF CASING 1$$( �� 6R•I• `�"+ EXX6TING TREE REMOVAL 91
JO' Sok 12'01 PIP dP __-_ �p; jy
07p ®gg7 O O ®0.00% �T GENERAL NOTES: O U p d
ggqg J'TO TOP 102
1i d u OF PIPF < 1.CONTRACTOR SHALL FIELD VERIFY ALL
S¢ UTILITIES BEFORE CONSTRUCTION e
_ t.
e CONTRACTOR SWLLL MAINTAIN WATER C
< SERVICE THROUGH EXISTING BCMUD 17 +¢I E
5 I WL AT ALL TIMES EXCEPT AS REWIRED Cay
577�2�2 FOR CONNECTIONS.PROVIDE BCMUD A
9 I 1 NEW 17 DI PIPE 6 MINIMUM OF TWO WEEKS ADVANCE NOTICE �$
ttr77 ENCASED ...._.. _.-_. -._. J.ALL BENDS SHALL HAVE RESTRAINED y3
> _ JOINTS(DETAIL 5.G41M)AND THRUST 3 K
24•STEEL cAs14G BLOCKING(DETAIL 2,COIL
g� $ (135 LF) WW R 4,CARRIER PIPE SHALL HAVE RESTTAINED
¢py n �r o� +a� fe$ dee 4 � A JOINTS THROUGH THE CASING PIPING AND ]
-70Ag M 1^ x 1 8 S n $ W LF BEYOND END OF CASING. X
6.CONTRACTOR$MALL PROVIDE TREE Snwt Ne
<_o ti F O h V'F. N N w tr j yyjj W w ti w 1. 01. RROOOTT ZONE.(DETATECTION ILS 12.3 . CRITICALIDE THE ) C-201
0 20 4o e.CONTRAcrORSHALL MAINTANONE 7 e 14
ZIML CONCRETE DRIVEWAY TO FIRE STATION AT
SCALE IN FEET ALL TIMES.CONCRETE DRIVE REPAIR WILL v o cI N
-0+25 0400 1100 2+00 3+00 4-00 4+25 VERTICAL EXAGGERATION• 5X BE RATED FOR 6Q000IM LOADING
. O2Z622010
TREE LIST w--w
_ TREE 812E i TYPE '�E}����RIrt VF ORAPMIC SCALE
TREE �- K tq H 1rt
TAG# MULTI- UNKTREEEXAMPE: 0_0_ -f�f�r-f-f-f--rF H ,1l 0 10 20 40 80
LIVE OAK H.3,2.1) 'IT T N Ln- SCALE 1N FEET
324 28'HACIdERRV(12.6.11.5.11.5,10) CSL �� 1 1'.20'(2204)
326 11.6'INCKBERRY {.
328 W MESQUITE
1
- 1 727 175'CEDAR 0.M
328 18.5'CEDAR ELM LEGEND.
329 1..E CEDAR 0.M _
_ PROPOSED17 DIMWWATER LINE
330 CHACKBERRY
/ 331 13.6'CEDAR FLM /.'/ .' BEGIN 12'AC _ _ _ EXISTINGND RC WATER LINE
END t2'AC ... -IAIAC EXISTWGE WATER LINE NG PIPE)
.. '..... NPE REMOVAL ... - ...-. 12'AC .- L PIPE ABANDON
%18r N
H LLA;
CAUTION II
ALIGNMENT A-STA 4+66.00 I- ET1NG tWATERLINE
INSTALL NEW BEGIN 1Y AC BEdM IY AC EXIST.POWER POLE, I2Bt d EXISTING tr WATER LINE(01 PIPE) 0 Q
ALIGNMENTA-STA 4+15.00
CO B,SAAR PIPE ABµDON _ __. PIPE RE140VAL p ��ESELEC �. tT1l P.0 EXISTING IT WATER LINE(PVC PIPE) LU
INSTALL NEW ISOLATION E:3118529.90 END 1Y AC -RINE AC EXISTING 1Y WATER LINE IAC PIPE) J
tr GATE VAI VE ' PPEµµ00N INA EXISTING 18'WATER LINE(DI PIPE) �0 0.'
$4 µD BO% PIPE THNt 11 -_ - 21W1 q Lu
EXISTING 24'WATER LINE(DI PIPE) j Q
E:311- PPP E ELEC. 1Y D C W.5 IIXI j
iCMUD WL EXISTING J(F WATER LINE(DI PIPE) >
4r a a 08 R of .Rs
De a _._._..__ ._.._.. '�_._. _ _ _ _ t _�
... 3'�-.-. _..-..� ••-.. 3N. .._.._ _. .. ._.._.. .. .._.._.. - PROP. - _______N` VA EXISTING WATER LINE(SIZE UNKNOWN) jY N
RK
___ ___ __ ___T___
RNA 14YA 725 0_; �-- ___ ___ - INCOR OF _-y- tMl t EXISTING WATER VALVE
FH WV 1M� 1 ® EXISTING WATER METER >(O -O
µV 41- EXISTING AIR RELEASE VALVE U)(7 Z +
-- 0 I V
ALIGNMENT A-STA 4M8.M E AUG Wd TISR LME ESW. P I T� EXISTING WATER LINE TO BE ABANDONED IN My'Z-D_.Q O Q
(EXISTING)5 P.U.E. ALIGNMENT A-STA.7+13.65 D sc�L PLACE OR REMOVED m,C' N F-
P.I.DEF.<1'4036'RT. T NEW CAB.K,P PI.DEF.<2-o7'LT. CAUTIONII -1
ALIGNMENTA STA.421.35 41018631048 20 WLE86fT 326 ALIGNMENTA-STA 6+10.37 N.10188270.81 EXIST.WATER �O� Vr EXISTING UNDERGROUND TELEPHONE LINE QN
P.I.DEF.<0'N'46-RT. E:3118514.00 iPUE Q P.I.DEF.<4.14'00'LT. ( E]t 16602.11 METER SERVICE jr ® = d
EXISTING TELEPHONE BO%
N.13185]85.51 WATERG)LNE E N:10186208.81 LINE CR0881NG I f Z 0 O
E.7116188.80 9AWClJi E%ISi.CONCRETE FOR (EXISTING) P.U. INSTALL 5 E.3118103.68 201 - PR ATAT PROPOSED AT&T UNDERGROUND LINE O �
OPENLUT PIPE INSTALLATION. CAB,K.PD,83 SILT FENCE BRUSH AND 1 r a
REPLACEµD REPAIR CONCRETE SURVEY) SMALL BR ES O N --' F-N-EXISTING UNDERGROUND FIBER OPTIC CABLE 3
CT(gF W111�'ROCK TO MATCH EXIST.CONDITIONS MARK H coIADONAT 2I D -of DE-EXISTING OVERHEAD ELECTRIC LINE
DESCRIBED AS 1 T 2
W 2 OR BETTER. 4 D WIFE,BOP pf GEAR C EEKLGPLACE d PP K' m
CALLIDS.NAC. (SEENOTE6) SUBOMSION E ■■ Q
DOC NOBT80p062 APRROX.32 LF) OOC NO 2902088695 � 1 p � EXISTING POWER POLE
O.PAW.C.T. RWCJ
CAO K.3UDE 83-04 I O /PPP PROPOSED POWER POLE(ONCOR) a g o
FH rY4 EXISTING FINE HYDRANT B C
FH 0% PROPOSED FIRE HYDRANT
-- EXISTING SURFACE CONTOUR(SURVEYED) ■9�C6 QpY�
3 4 INSTALL NEW ISOLATION
VI 2'ARV i II ! X X M ■- EXISTNG BARBED E FENCE UNE
12GATE VALNEW EXISTING UIN-LINK FENCE
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EXISTING _.._.._.._.._.._.._.._ SURVEYED R.O.W. fff
GROUND _«-..�«_..�«_«_.._ PROPOSED R.O.W. Z
+---_ I _______ ____--__--__- EXISTING EA4EMEM
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EXISTING PAVEMENT
1rd 16� % TOP 4'TO O PROPOSED PAVEMENT W=
MIN
"1 12'DI PIPE OF PIPE t_____�_---�___._____ ___-_ e-0....__. � ROUND ROCK ROAD PROJECT � U
1za �1eex 1rdINIPEYan 1
IT DI PIPE®0.19%
EXISTING TREE(TO REMAIN)(OUTER CIRCLE
p _ � INDICATES CRITICAL ROOT ZONE)
EXISTING TREE REMOVAL R
a
GENERAL NOTES: T►N IS C9d_°�'♦
' 1.CONTRACTORSHALI.FIFLDVERIFVALL CYp1
UTILITIES BEFORE CONSTRUCTION, u�d
2.CONTRACTOR SHALI MAINTAINWATER A
SERVICE THROUGH EXISTING BCMIA IT
WL AT ALL TIMES EXCEPT AS REWIRED =e�
6 FOR CONNECTIONS.
IO IDB
MINIMUMOFTWOWEEKSADVNENOTICE.
3.ALL BENDS SHALL HAVE RESTRAINED b lo
JOINTS(DETER 6,0-303)µO THRUST 2 B
g 5 B ♦.BLOCKING I)
CARRIER PIPE SHALL MAVERESTRAINED ZK
m 4 JOINTS THROUGH THE CASING PIPING ANO X
PROVIIDETREE ANrI No. B
PROTECTION WHEN INSIDE THE CRITICAL C-ZO2
ROOT ZONE.(DETAKS 1.2,364.CJ )
B.CONTRACT ON SHALL MAINTAIN ONEMill 8 14
mGi d Gj? Ef 0 N 40 CONCRETE DRIVEWAY TO FIRE STATION AT o
METRET
ALL TIMES.CONCRETE
3+75 4+00 5400 8400 7400 8+00 8+25 VERTICAL EXAGGERATION. 5X BE CE DRIVE REPAIR WILLPIOZZ82ZO1 O
RATED FOR RET IN LOADING.
TREE LISP B. o� -a f0i� s LEGEND:
TREE SIZE&TYPE END OF ROUND
TREE PROPOSED I DIMW WATER LINE8
ROCK PROJECT
TAG/ MULTI-TRUNK TREE EXAMPLE: ����� (ROUND ROCK PROJECT)
r LNE DAK(4.3.2.1)
—�LO ALIGNMENT A-STA.1]•56 Ot
rvA EXISTING S WATER LINE
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332 IWCEDREELM N—�N� _ ®1 COMB.YARv
N'101BS19J 91 - 1JVA E%ISTNG 1Y WATER LINE
33J 1TCEDA ELM N—NJ - E']119ND12 12YAq EXISTING 11 WATER LINE IDI PIPE)
331 TCEDAR ELM __ ;; ALIGNMENTA_STA.12.53.32 ' 1)vA Pvt EXISTING IY WATER LINE IWC PIPE) 0
INSTALL NEW 12'GATT VALVE - 1 C
_ " -- 1xwL Ac EXISTING IZ'WATER LINE IAC PIPE)
335 23'LIVE OAK(13,11.6.6b) _ --�-- '
ANO BOX
301 IMA EXISTING 1T WATER LINE(DI PIPE)
1 34 NE'Ot89266�6 � PIpE ABANDON:
336 21.6'GREEN ASN(13,12A,10.6) J1YA d EXISTING N'WATER LINE(DI PIPE)
33T lT GREEN
AN BEGIN tY AC CAUTION III t
PIPE ABANDON FIBER OPTIC LINE �1 >�q EXISTING 3P WATER MINE(DI PIPE)
326
END 12 AC 11.6'CEDAR ELM PIPE REMOVAL ALIGNMENT A-STA.12.J25] EXISTING WATER LINE(SIZE UNKNOWN)
Wt _
336 12.6'CEDAR ELM -.,.. INSTALL NEW IY IS'BEND WVH EXISTING WATER VALVE
BEGIN I2'AC - P.I.DEF.<13'W WIT.
PIPE REMOVAL - ® EXISTING WATER METER
317 26.5-POST OAK .... ......... ...... .. N.tOt88t9T 55 �1t-
_ F.3119216 Jt Y ARV EXISTING AIR RELEASE VALVE
' END 12'AC
312 1Y CEDAR ELM - - RPE ABAN00 O BE ABANDONED IN
313 11.6'POBT OAK � - -;. �_ .... ;. .. "...-.. -.•"- '. -.��"-� �tYBCMUDN'L N - _ Y�f�A/IMIfTA/faAt RACENdi REMOVEDET O Q^
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m EXISTING TELEPHONE BOX p J W
316 1r CEDAR - -- 1wW 9 OE - r FRAi&i PROPOSED AT&T UNDERGROUND LINE �N
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pLy<x W
'ELEC.ESMT. 1 ) - O W 1FM11+G THY! AL IGNMFW A�STA 12.57 32
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INSTALL.NEW 1Y IS'BEND TIE INTO E%IST.IrWI PIPF W J~ y(`+j
101 f{F->�At P I.DF.F.<15'W'W'LT. AT CLOSEST PIPE JOIHi AND f R EXISTING POWER POLE y) 1C =
4 GAP
OFT END OF - FH 116 EXISTING FIRE HYDRANT U p O V Q
E%IST.1Y WL PIPE O'Ix z
17 IN(WI:TBB.96 FH 91B PROPOSED FIRE HYDRANT =80 ^N
5" _ EXISTING SURFACE CONTOUR(SURVEYED) j Z j I
ALIGNMENT A ��WL ESNT. 2D WATER LNE ESMi. MARK H COIADONATOAND WIFE ALIGNMENT A STA 10.93.)2 -%—F—)—<- EXISTING BARBED WIRE FENCE LINE K K p O G
NEW 12'DI PIPE &PUF
(EXISTING 6 P.U.E. SOPHU P UNO P.I.DEF.<1'11'33'T EXISTING CHAINIINK FENCE 0,
a , +
3L- CAB.)K PG.B1 DOC NO.2WIODIBM N.10186199.)9 O m
J O P R W C T E.3119111.81 •.{ ._______ PARCEL BW NOARY(SOURCE'.WILL WASON CAD) (D a Q
Z
O(31 AI-IG NMENTA-STA.8•I117
INSTALL ._.._.._.._.._.._.._ SURVEYED ROW W. Z ~
2Jr1 F%ISTING(SEE
P.I.DFF.<0'SV 21'lT SIITFENCE 3 -.F.REEK LOT - (n
(SEF NOTE I) N:1018821)A6 -J01 OF BEMBOIVIMON CE •. ...... PROPOSED ROW d
ZfZTt' E:]118900.76 GBK.SUDEB361 . JFCi 1 `Tllt"V _-___________ EXISTING EASEMENT
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()N PR W G T 3F—BE SILT FENCE m
EMTING PAVEMENT EF Y i V R
":1 /'� - il,�x•}"1 r O PROPOSED PAVEMENT a 6 'Y s
g 0
ROUND ROCK ROAD PROJECT
_ 1 INSTALLNEW b�Rp :�y8A99�
®CA1�.2,ARV I O EXISTING TREE LTO RESWINIIWTER CIRCLE a[5b pyW
� + -
INDICATE GRRICM ROOT ZONE) ON�a M
_ _._ $ 9•
O � '. E%ISTNG TREE REMOVAL
N Y
Z
EXISTING APPROX.
ELI MIN Qoa$J I8
GROUND 5 122
FL ELI TBTYl Z W 5M ) Z
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GRAPHIC SCALE C
INSTALL 0 10 ZO 10 80 -1,
__ NEW 12'
__�--�-- GATE VALVE O W Z N
- MIN WTO 34 eoX SCALE'�20(m31 T) v
-___- - TOP OF PIPE
17 OI PIPE.
-2.59%
--- - IT DI PIPE®-0.B2% a 3
17 01 PIPE®-1 00%
12'OI PIPE®-0O 13% EXISTING
MQ 17 WL GENERA NOTES' yyy..w.������
1.CONTRACTOR SHALL FIELD VERIFY ALL NZ u
UTILmES BEFORE CONSTRUCTION r
' 2.CONTRACTOR SHALL MAINTAIN WATER
SERVICE THROUGH EXISTING SCMUD IT 1
lzfl WL AT ALL TIMES EXCEPT AS REWIRED � e
FOR CONNECTIONS,PROVIDE SCMUD A X E
MINI MUM OF TWO WEEKS ADVANCE NOTICE. ��
3.ALL SENDS SHALL HAVE RESTRAINED
B JOINTS(DETAIL 5,C-W3)AND THRUST Fq�
m 2 G{ BLOCKING(DETAIL 2.G-WIL B J
j 7 5 1,CONTRACTOR SHALL MAINTAIN EXISTING B
Hx
OR AY ACCESS AND REPAIR EXISTING
ORNEWAY TO EXISTING CONDITIONS.
1 5.CONTRACTOR SHALL PROVIDE TREE
PROTECTION WHEN INSIDE THE CRITICAL Awl No
+G$w $ 8 Q
91 2�0�� ROOT ZONE.(DETAILS 1,2.3M,Ca0/) G203
i F G
�$� u� "fid �Q61. 9.2 -k y'woti 0 20 10 9 14
m_ mi 'u�
SCALE NFEET PrPNct NP,
7+75 6+00 9W0 10+00 11+00 12100 12M0 VERTICAL EXAGGERATKON. 5X 0226.22010